HomeMy WebLinkAboutR-393029PROPOSEJEA
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ROOF DRAI=�III=GEOTEXTILE
FABRIC
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2" MIN
4" MAX
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2" MIN
18" MIN
FOOTING DRAIN
NO SCALE
ROOF DOWNSPOUT
SEE ARCHITECTURAL DETAILS.
6" PVC CAP
CUT HOLE TO ALLOW
DOWNSPOUT TO
PENETRATE WITH
1/8" CLEARANCE.
j 2" MIN
-
FINISH GRADE 4"
2 \ CLEANOUT
7
4
4
r- IIXL-BUILDING
FOOTING SUBDRAINv. FOUNDATION SEE
STRUCTURAL
DETAILS
DOWNSPOUT CONNECTION
NO SCALE
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATIONaFTNISDOCI1YENrSHALLNVAlIDA1ETIE
PROFES90NAL SEAL AND SRNATURE. PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCIIIEIITDOESNorDEROGATEFROMRESERVED
OINER9IP RN;ii15 N R THIS DDCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY af4_YFORTNEPRo�ECTIDENiFIDN1HE11TLEBLODC
AND IS NOT TO BE USED FOR REPAN, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDI110NTOTNArPRo,ECTaRFORANTOTNERPRo�icT.
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P11111SURFACE
SEAL- NATIVE SOIL OR OTHER LOW
=111=111
PERMEABILITY MATERIAL.
GRAVEL BACKFILL FOR DRAINS; WSDOT
STANDARD SPECIFICATIONS, SECTION
9-03.12(4),
FOUNDATION STRUCTURE
DRAIN PIPE- PERFORATED OR SLOTTED RIGID
PVC PIPE LAID WITH PERFORATIONS OR
O
SLOTS FACING DOWN; TIGHT JOINTED; WITH A
POSITIVE GRADIENT. DO NOT USE FLEXIBLE
CORRUGATED PLASTIC PIPE. DO NOT TIE
BUILDING DOWNSPOUT DRAINS INTO FOOTING
LINE.
GEOTEXTILE FABRIC
FOUNDATION DESIGN
PER LANDSCAPE
AND
STRUCTURAL PLANS AND
DETAILS
WALL, SEE STRUCTURAL DETAILS.
a
8" PVC
SCH 40 TYP.
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TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1
2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO.
19253.383.2422 TEL 253.383.2572 FAX wm ahbl.com NEB
LP"/11
PreC li ing Reli b(it
GREASE ITERCEPTOR SINGLE VAULT SYSTEM
600-7000 Gallon System
Dim "A"
Clear Access Opening Contractor To Core
Drill Or Knockout Pipe
Hole In Field
Grout Both Sides
Knockout
—� —� Typical o
xI
E A - F
+ 1 + (- l + (� - A N
o
Precast Divider Droft
1'-0" o
DETAIL 1
PLAN VIEW Slot
Both Sides
O Locking Frome & Cover
Vent Pipes Adjust To Grade Air & Gas Tight
1 Optional 3 Places (2 Places On 577-GA)
I I I 7
..
Inspection Tee
INLET -- Typical
— o •'• -- OUTLET
Tee or I I I V
= Elbow
t0 z
Dim "E" o o o 0
Woter Depth ,o I E
Li LJ
CN
Grout All Around Slot
Both Sides
Length .3 Length
SECTION VIEW AA
Gallon Capacity
600
800
1000
1500
2000
2500
3000
4000
5000
6000
7000
LIV Co. Model No.
577-GA
577-GA
4484-GA
5106-GA
612-GA
612-GA
712-GA
712-GA
814-GA
818-GA
818-GA
Dim "A"
7'-0"
7'-0"
9'-0"
ll'-2"
12'-8"
12'-8"
13'-1"
13'-1"
15'-7"
19'-11"
19'-11"
Dim "B"
4'-8"
4'-8"
5'-0"
5-8"
6'-8"
6'-8"
8'-0"
8'-0"
9'-7"
9'-11"
V-11"
Dim "C"
7'-0"
7'-0"
7'-2"
7'-2"
8'-0"
W-0"
8'-7"
8'-7"
10'-0 1/2"
10'-5"
10'-5"
Dim "D"
1 3'-7"
1 4'-8"
4'-2"
1 4'-3"
1 4'-7"
1 5'-6 1/2"
1 5'-1"
1 6'-8"
7'-4"
7'-1"
8- 0'
Water Depth Dim "E"
1 3'-3"
1 4'-4"
3'-10"
1 3'-11"
1 S-9 1/2"
4'-9"
1 4'-8"
1 6'-3"
6'-1-
T�87-77
Design Criteria:
GREASE WASTE FIXTURE UNITS =
FROM 2012 UPC, 1,000 GALLONS REQUIRED
SCALE: 3/8"=1'-0"
Items Shown Are Subject To Change Without Notice
Issue Date: August 2012 116
*Aub
Address hone: 80 -8 -�201
38
588 25 -7 5-
WA 98071 mal. p ub rn castle.com
Notes:
1. Concrete: 28 Day Compressive Strength rc = 7000 psi
2. Rebar: ASTM A-615 Grade 60
3. Mesh: ASTM A-185 Grade 65
4. Design: ACI-318-02 Building Code
ASTM C-857 "Minimum Structural Design
Loading For underground Precast Concrete
utility Structures"
5. Loods: H-20 Truck Wheel w/ 30% Impact Per AASHTO
6. Fill w/ Clean Water Prior To Start-up Of System
7. Contractor To Supply & Install AN Piping & Sampling Tees
8. Gray Water Only, Block Water Shall Be Carried By
Separate Side Sewer
1000 GAL.GREASE INTERCEPTOR
NO SCALE
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
D
Do
6" O PVC PIPE, TO CATCH
BASIN
TRENCH DRAIN
® 1992-2012 Oldcostle Precast, Inc.
3" MIN
w
z
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w w
0 a-
1 0
cD Q�
E 0
120 VOLT ELECTRICAL OUTLET FOR
HEAT TAPE. INSTALL HEAT TAPE
FOR FREEZE PROTECTION
-REDUCED PRESSURE
BACKFLOW ASSEMBLY
(RPBA)
CENTER BACKFLOW
PREVENTER
IN
ENCLOSURE
3" MIN.
INSULATED ENCLOSURE
3" MIN. "HOT BOX" OR EQUAL
i
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER `o
3" MIN.
0.50'
CONCRETE SLAB z UNION 5iFINISHED
0.50' N GRADE
FINISHED
GRAD � 3.50' � 2'
00
DRAIN Vp 9? N' Vp
z SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.) 2 0'
GRAVEL z
6. 0'
CONNECT TO N
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW —
INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS —CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's.
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y STD. PLAN — 350.2
a_®+ PUBLIC WORKS REDUCED PRESSURE BACKFLOW
DEPARTMENT ASSEMBLY IN HOT BOX
�NTo� MARCH 2O10
REDUCED PRESSURE BACKFOW ASSEMBLY IN HOT BOX
(COR STD. PLAN 350.2)
NO SCALE
1.2'
GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR
STEEL, SHALL BE NON -SLIP, SHALL BE ADA-COMPLIANT, AND SHALL
4„ BE RATED FOR H-20 LOADING.
DL
D
D
L
DEPTH' 3000 PSI
DV,�RIES CONCRETE
"ZURN Z-886" TRENCH DRAIN
OR APPROVED EQUAL.
TRENCH DRAIN AND GRATE
SHALL BE RATED FOR HS-20
LOADING.
NO SCALE
WJF
2/22/1 8
WJF
SURVEYED:
SCALE:
.
DFOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DROWN:
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
WJF
3/1/1 7
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
CONSTRUCTION RECORD DRAWINGS
HOR ZONTAL: NAD Di 983/11991
+; CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
DATE:
DATE:
DATE:
SARTORI ELEMENTARY SCHOOL 05/04/2017
RENTON SCHOOL DISTRICT FIELDBOOK:
PAGE:
STORM DRAINAGE NOTES DRAWING NO:
AND DETAILS III C7.3
sHEET:33 OF:
R-393029 W -393003
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